Abstract:
简述了某软土基坑复合土钉支护结构失稳过程,分析失稳原因,介绍工程治理措施.文中还对软土基坑与残积土基坑破坏机理进行探讨,提出了软土基坑按地层可分为双层软土基坑、三层软土基坑.三层软土基坑比双层软土基坑采用复合土钉支护结构能较优控制变形和提高稳定性.可供工程技术人员参考.
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Year: 2004
Page: 468-471
Language: Chinese
Cited Count:
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: -1
Chinese Cited Count:
30 Days PV: 6
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